Evaluation of rubbercrete based on ultrasonic pulse velocity and rebound hammer tests

Several research works have been carried out to study the fresh and hardened properties of concrete containing crumb rubber (rubbercrete) as a replacement of fine aggregate. The outcomes of these studies have highlighted the advantages and disadvantages of rubbercrete compared with conventional conc...

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Main Authors: Mohammed B.S., Azmi N.J., Abdullahi M.
Other Authors: 57203590522
Format: Article
Published: 2023
Subjects:
UPV
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spelling my.uniten.dspace-304422023-12-29T15:47:53Z Evaluation of rubbercrete based on ultrasonic pulse velocity and rebound hammer tests Mohammed B.S. Azmi N.J. Abdullahi M. 57203590522 57525403900 57211016458 Compressive strength Crumb rubber Rebound number Rubbercrete UPV Construction industry Hammers Light velocity Mixtures Nondestructive examination Rubber Ultrasonics Water content Conventional concrete Crumb rubber Curing age Fine aggregates Fresh and hardened properties Non-destructive test Rebound hammers Rebound number Rubbercrete Ultrasonic pulse velocity UPV W/c ratio Compressive strength Several research works have been carried out to study the fresh and hardened properties of concrete containing crumb rubber (rubbercrete) as a replacement of fine aggregate. The outcomes of these studies have highlighted the advantages and disadvantages of rubbercrete compared with conventional concrete mixtures. In view of the fact that rubbercrete is being used in the construction industry for a variety of purposes, evaluations of the rubbercrete mixtures using non-destructive tests such as rebound hammer (RH) and ultrasonic pulse velocity (UPV) to establish valid relationships is worthwhile. Fifteen mixtures with different w/c ratios (ratios of weight of water to weight of cement) and crumb rubber content percentages were prepared, cast and tested using RH and UPV at different curing ages. Models were proposed and statistically validated to predict the relationship between compressive strength with UPV and rebound number (RN) for rubbercrete mixtures at 3, 7 and 28 days. � 2010 Elsevier Ltd. All rights reserved. Final 2023-12-29T07:47:53Z 2023-12-29T07:47:53Z 2011 Article 10.1016/j.conbuildmat.2010.09.004 2-s2.0-78650235522 https://www.scopus.com/inward/record.uri?eid=2-s2.0-78650235522&doi=10.1016%2fj.conbuildmat.2010.09.004&partnerID=40&md5=9daa1f7691c9ac73a7b4d4cdf921e494 https://irepository.uniten.edu.my/handle/123456789/30442 25 3 1388 1397 Scopus
institution Universiti Tenaga Nasional
building UNITEN Library
collection Institutional Repository
continent Asia
country Malaysia
content_provider Universiti Tenaga Nasional
content_source UNITEN Institutional Repository
url_provider http://dspace.uniten.edu.my/
topic Compressive strength
Crumb rubber
Rebound number
Rubbercrete
UPV
Construction industry
Hammers
Light velocity
Mixtures
Nondestructive examination
Rubber
Ultrasonics
Water content
Conventional concrete
Crumb rubber
Curing age
Fine aggregates
Fresh and hardened properties
Non-destructive test
Rebound hammers
Rebound number
Rubbercrete
Ultrasonic pulse velocity
UPV
W/c ratio
Compressive strength
spellingShingle Compressive strength
Crumb rubber
Rebound number
Rubbercrete
UPV
Construction industry
Hammers
Light velocity
Mixtures
Nondestructive examination
Rubber
Ultrasonics
Water content
Conventional concrete
Crumb rubber
Curing age
Fine aggregates
Fresh and hardened properties
Non-destructive test
Rebound hammers
Rebound number
Rubbercrete
Ultrasonic pulse velocity
UPV
W/c ratio
Compressive strength
Mohammed B.S.
Azmi N.J.
Abdullahi M.
Evaluation of rubbercrete based on ultrasonic pulse velocity and rebound hammer tests
description Several research works have been carried out to study the fresh and hardened properties of concrete containing crumb rubber (rubbercrete) as a replacement of fine aggregate. The outcomes of these studies have highlighted the advantages and disadvantages of rubbercrete compared with conventional concrete mixtures. In view of the fact that rubbercrete is being used in the construction industry for a variety of purposes, evaluations of the rubbercrete mixtures using non-destructive tests such as rebound hammer (RH) and ultrasonic pulse velocity (UPV) to establish valid relationships is worthwhile. Fifteen mixtures with different w/c ratios (ratios of weight of water to weight of cement) and crumb rubber content percentages were prepared, cast and tested using RH and UPV at different curing ages. Models were proposed and statistically validated to predict the relationship between compressive strength with UPV and rebound number (RN) for rubbercrete mixtures at 3, 7 and 28 days. � 2010 Elsevier Ltd. All rights reserved.
author2 57203590522
author_facet 57203590522
Mohammed B.S.
Azmi N.J.
Abdullahi M.
format Article
author Mohammed B.S.
Azmi N.J.
Abdullahi M.
author_sort Mohammed B.S.
title Evaluation of rubbercrete based on ultrasonic pulse velocity and rebound hammer tests
title_short Evaluation of rubbercrete based on ultrasonic pulse velocity and rebound hammer tests
title_full Evaluation of rubbercrete based on ultrasonic pulse velocity and rebound hammer tests
title_fullStr Evaluation of rubbercrete based on ultrasonic pulse velocity and rebound hammer tests
title_full_unstemmed Evaluation of rubbercrete based on ultrasonic pulse velocity and rebound hammer tests
title_sort evaluation of rubbercrete based on ultrasonic pulse velocity and rebound hammer tests
publishDate 2023
_version_ 1806428311337828352
score 13.222552